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| 1 | Total Amount with GSTPlease enter GST in % in N column on total Amount |
| 2 | PART-A: TERMINAL DEVELOPMENT : |
| 3 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 4 | Demolishing reinforced cement concrete manually / by mechanical means including stacking of steel bars properly and disposal of unserviceable material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge. |
| 5 | Demolishing brick work including stacking of serviceable materials and disposal of unserviceable materials with all lifts and upto a lead of 50m etc. complete as per direction of the Engineer- in-charge:- In cement mortar. |
| 6 | Providing structural steel work riveted, bolted or weldedin built up sections, trusses and framed work, includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 7 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes. |
| 8 | Centering shuttering including struttings, propping etc.and removal of form work for:Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 9 | Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 10 | Providing and fixing hard drawn steel wire fabric of size75 x25 mm mesh or other suitable size wire mesh to befixed & firmly anchored to the concrete surface by means of \\"L\\" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants, as required and as per direction of the Engineer-in-charge. |
| 11 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre |
| 12 | Painting with synthetic enamel paint of approved brandand manufacture of required colour to give an even shade [Payment shall be made after submission of TestCertificate issued by the Manufacturer]: Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture |
| 13 | PART-B: TOILET FOR GUARD ROOM |
| 14 | SH : Dismantling works |
| 15 | Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge:-Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 16 | SH : Earthwork |
| 17 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil |
| 18 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 19 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil |
| 20 | SH : PCC work upto PL |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate20 mm nominal size) |
| 22 | SH : RCC work upto PL |
| 23 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level: 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 24 | SH : RCC work above PL |
| 25 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 26 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 27 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 28 | SH : Centering and Shuttering |
| 29 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 30 | Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 31 | Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 32 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 33 | Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 34 | Edges of slabs and breaks in floors and walls under 20 cm. wide |
| 35 | SH : TMT Reinforcement Works |
| 36 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 37 | SH : Brickwork |
| 38 | First class brick work in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 39 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 40 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 41 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 42 | SH : Finishing work |
| 43 | 15 mm cement plaster on the rough side of single or half brick wall of mix: Cement mortar 1:5 (1 cement : 5 fine sand) |
| 44 | 12 mm cement plaster of mix Cement mortar 1:5 (1 cement : 5 fine sand) |
| 45 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 grams/ litre, of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work ( two or more coats) over and including water thinnable priming coat with cement primer. |
| 46 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives as per manufacturers specifications [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: |
| 47 | SH : Flooring works |
| 48 | Providing and laying 1st class quality vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622 - 2017, of approved make, in all colours and shades, laid over 20mm thick cement mortarm 1:4 (1 cement : 4 fine sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc. all complete as per direction of the Engineer-in-charge.. Size of tile 600 mm x 600 mm |
| 49 | Providing and fixing Marble stone in floors over 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with of matching shade, including rubbing and polishing etc. all complete as per direction of Engineer-in-charge. 18 mm thick Marble stone Black Zebra marble |
| 50 | Providing and fixing 1st class quality ceramic glazed wall tiles conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-incharge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade etc. all complete as per direction of the Engineer in-charge.450 mm X 300 mm in all shades and design |
| 51 | Extra for pre-finished nosing to treads of steps of marble stone. |
| 52 | SH : Sanitary Works |
| 53 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid |
| 54 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 55 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 56 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 57 | Providing and fixing toilet paper holder :C.P. brass |
| 58 | Providing and fixing on wall face unplasticised Rigid PVC soil, waste & vent pipes (working pressure 4 kg / cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: |
| 59 | Single socketed pipe - 75 mm OD |
| 60 | Single socketed pipe - 110 mm OD |
| 61 | SH : Water supply works |
| 62 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 20 mm nominal outer dia .Pipes. Concealed work including cutting chases and making good the walls etc. |
| 63 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal outer dia pipes. |
| 64 | Providing and fixing ball valve (brass) of approved quality High or low pressure, with plastic floats complete : |
| 65 | 20 mm nominal bore |
| 66 | 25 mm nominal bore |
| 67 | Providing and fixing uplasticised PVC connectionpipe with brass unions : 45 cm length 20 mm nominal bore |
| 68 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet:100 mm diameter |
| 69 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 70 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931. 15 mm nominal bore |
| 71 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore. |
| 72 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931. 15 mm nominal bore |
| 73 | Providing and fixing PTMT Ball cock of approvedquality, colour and make complete with Epoxy coated rod with L.P./ H.P.H.D. plastic ball. |
| 74 | 20 mm nominal bore, 120mm long, weighing not less than 198gms |
| 75 | 25 mm nominal bore, 152mm long, weighing not less than 440gms |
| 76 | Providing and fixing to the inlet mouth of soil, waste & vent pipes pipe PTMT grating with thickness of 8mm and weighing not less than 100gm. complete. |
| 77 | 100mm |
| 78 | SH : Sweage and drainage |
| 79 | Constructing soak pit 1.20 x 1.20 x 1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 80 | SH : Door & Windows works |
| 81 | Providing and fixing factory made UPVC door frame made of UPVC extruded, section having an overall dimension, as below (tolerance +/- 1mm) with wall thickness 2.0mm+/- 02mm. corners of the door frame to be jointed with galvanized brackets and stainless screws, joint mitred and plastic wilded. The hinge side vertical of the frames reinforced by galvanized MS tube of size 19 × 19 mm and 1 mm +/- 0.1 mm wall thickness and 3 nos stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-Charge. Extruded section Profile size 48x40 mm. |
| 82 | Providing and fixing to existing door frames.25mm thick PVC flush door shutters upto 737mm width of colour and shade as approved by Engineer-in-charge made out of a one piece Multi chamber extruded PVC section of the size of 762mm X 25mm or less as per requirement with an average wall thickness of 1 mm ± 0.3 mm . PVC foam end cap of size 23 × 10 mm are provided on both vertical edge to ensure the overall thickness of 25 mm . An MS tube having dimensions 19mm × 19 mm is insetred along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25×11 mm . Door shutter shall be reinforced with special polymeric reinforcements as per manufacturers'specification and drawing to take up necessary hardware and fixtures complete. Stickers indicating the locations of hardware will be pasted at appropriate places. |
| 83 | SH : Unforeseen Execution |
| 84 | Provision kept for any unforeseen item/job to be executed through items of Tripura Schedule of Rates 2023 |
| 85 | PART-C: BOREWELL WORK |
| 86 | Drilling and boring pilot hole in any soil strata by manualmeans, collection of soil samples of different strata met with during drilling at various suitable levels, preservation of samples in polythene bags / sample boxes and disposal of excess soil or mud, including the cost for water etc. as required to maintain the pilot hole properly as per specification and direction of the Engineer - in - charge. i. 100 mm dia |
| 87 | Providing & lowering of UPVC pipe as per IS:12818 afterwashing of the bore hole by manual means as perspecification and direction of the Engineer - in - charge.A. 'CM' Casing pipe iii. 100 mm dia |
| 88 | Providing & lowering of UPVC pipe as per IS:12818 afterwashing of the bore hole by manual means as perspecification and direction of the Engineer - in - charge.B. 'RS' pipe i. 100 mm dia |
| 89 | Washing and development of deep tubewell by using air compressor, and testing of the well as per specification ( IS : 11189 ) and direction of the Engineer - in - charge. with contractor's air compressor using air compressor of 300 - 450 cfm output for SBDTW |
| 90 | Charges for electro-logging for ground water explorationrelated to potable drinking water purpose borewell (200-550 mm dia) using a microprocessor based digital multiprobe borewell logger and submission of acquired data in the shape of numerical as well as graphical and determination of lithologgy and static graphic co-relation of acquifer, effective porosity and permeability, location of water bearing and saturated water zone and its corresponding discharge and also guidance for setting up of tapping zone etc. complete as per direction of the Engg-in-charge ( All necessary equipments relating to electro-logging should have to be arranged by the agency ) i. BGL upto 250.00 mtr. |
| 91 | Providing and shrouding of the deep tube well assembly with washed pea gravels ( 2.0 - 4.75 mm effective size ) as per specification ( IS : 4097) and direction of the Engineer - in - charge. |
| 92 | Providing and fitting fixing with PVC insulated 3 core flatCopper cable conforming to relevant IS code forsubmerssible motor with all necessary equipments andfittings as required as per specification and direction of the 4.0 sqmm |
| 93 | Supply & lowering of 1 HP submerssible Pump. Supply/lowering up to 70 m depth of submersible pumps set with 1HP, 1ph 220volt, 50 Hz motor Kirloskar, Crompton Greaves or equivalent approved make with including starter & Check valve for pump set including the discharge of wtaer as per the satisfaction of EIC.(Kirloskar, Duke, Crompton Greaves Make) |
| 94 | Providing & lowering in borewell 25 MM UPVC Coloumn pipe Providing, assembling,lowering and fixing in vertical position in borewell , 25 mm elbow & nipple complete (as required in completing the job). Item includes required tools,plants ,equipments hire charges & labour charges , fittings & acessories. - for all depths . (Rate Considered from TSR CPVC Pipe Rates) |
| 95 | Providing and fixing gun metal/UPVC non-return valve of approved quality 25 mm nominal bore Vertical |
| 96 | PART-D: DRAIN WORK |
| 97 | Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil |
| 98 | Providing and laying in position cement concrete ofspecified grade excluding the cost of centring andshuttering - -All work upto plinth level:1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 40 mm nominal size) |
| 99 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 100 | Demolishing brick work including stacking ofserviceable materials and disposal of unserviceablematerials with all lifts and upto a lead of 50m etc.complete as per direction of the Engineer- in-charge:- In cement mortar. |
| 101 | First class brick work in foundation and plinthincluding cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 102 | Demolishing cement concrete manually / bymechanical means including disposal of materialwith all lifts and upto 50 m lead etc. complete as perdirection of the Engineer- in-charge:- |
| 103 | 12 mm cement plaster of mixCement mortar 1:4 (1 cement : 4 fine sand) Please Enable Macros to View BoQ information |
